Rockfall Analyses at Km 13+550 in the New Road of Vlora, Albania

Arjol Lule
{"title":"Rockfall Analyses at Km 13+550 in the New Road of Vlora, Albania","authors":"Arjol Lule","doi":"10.26417/473cvm79a","DOIUrl":null,"url":null,"abstract":"Rockfall dynamics is a complex function of the location of the detachment point and the geometry and mechanical properties of both the block and the slope. Theoretically, knowing the initial conditions, the slope geometry, and the relationships describing the energy loss at impact or by rolling, it should be possible to compute the position and velocity of a block at any time. Nevertheless, relevant parameters are difficult to ascertain both in space and time, even for an observed event. Usually, the geometrical and geomechanically properties of the blocks (size, shape, strength, fracturing) and the slope (gradient, length and roughness, longitudinal and transversal concavities and convexities, grain size distribution, elastic moduli, water content, etc.), and the exact location of the source areas are unknown. In this paper, the sources of potential rock fallings involve a rocky area including between km 13+550 and km 13+600 in the new road of Vlora city in Albania. The area is characterized by a rock ridge, shaped like a dome, located few tens of meters above the design road. The purpose of this paper is the rock slope analysis. This analysis consists mainly of defining the sources of falling rocks, estimating the causes (by toppling, rock slides, single blocks) the size, the geometry, and type of blocks, the structural arrangement of joints, etc.","PeriodicalId":143703,"journal":{"name":"European Journal of Engineering and Formal Sciences","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-05-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"European Journal of Engineering and Formal Sciences","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.26417/473cvm79a","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Rockfall dynamics is a complex function of the location of the detachment point and the geometry and mechanical properties of both the block and the slope. Theoretically, knowing the initial conditions, the slope geometry, and the relationships describing the energy loss at impact or by rolling, it should be possible to compute the position and velocity of a block at any time. Nevertheless, relevant parameters are difficult to ascertain both in space and time, even for an observed event. Usually, the geometrical and geomechanically properties of the blocks (size, shape, strength, fracturing) and the slope (gradient, length and roughness, longitudinal and transversal concavities and convexities, grain size distribution, elastic moduli, water content, etc.), and the exact location of the source areas are unknown. In this paper, the sources of potential rock fallings involve a rocky area including between km 13+550 and km 13+600 in the new road of Vlora city in Albania. The area is characterized by a rock ridge, shaped like a dome, located few tens of meters above the design road. The purpose of this paper is the rock slope analysis. This analysis consists mainly of defining the sources of falling rocks, estimating the causes (by toppling, rock slides, single blocks) the size, the geometry, and type of blocks, the structural arrangement of joints, etc.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
阿尔巴尼亚Vlora新路13+550 Km处的岩崩分析
岩崩动力学是崩落点位置、块体和边坡几何和力学特性的复杂函数。从理论上讲,知道初始条件,斜坡几何形状,以及描述撞击或滚动时能量损失的关系,应该可以计算出任何时候块的位置和速度。然而,即使是观测到的事件,在空间和时间上也很难确定相关参数。通常,块体的几何和地质力学性质(大小、形状、强度、断裂程度)和坡度(坡度、长度和粗糙度、纵向和横向凹凸、粒度分布、弹性模量、含水量等)以及源区的确切位置都是未知的。在本文中,潜在岩石落石的来源涉及一个岩石区域,包括在km 13+550和km 13+600之间的新道路在阿尔巴尼亚的vora市。该区域的特点是一个岩石山脊,形状像一个圆顶,位于设计道路上方几十米。本文的目的是对岩质边坡进行分析。这种分析主要包括确定落石的来源,估计落石的原因(通过倾倒,岩石滑动,单个块),块的大小,几何形状和类型,节理的结构排列等。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Road Asset Management Assessment Design and Development of GSR Biofeedback Device Slopes Analyses - Case Study, Slope Stability of Bypass Project Rockfall Analyses at Km 13+550 in the New Road of Vlora, Albania Artificial Intelligence as a Resilient Tool for Fighting Inequalities in the COVID-19 Crisis
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1